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HomeMy WebLinkAboutSite PlansPENNSYLVANIA STREETINDIANA ELECTRICAL COOPERATIVECONSTRUCTION PLANS11805 N. PENNSYLVANIA STREETCARMEL, INDIANAOWNER:ENGINEER:ROGER WARD ENGINEERING, INC.6555 CARROLLTON AVENUEINDIANAPOLIS, IN 46220317-251-1738Contact: ROGER WARDemail: rward@rw-engineeering.comDEVELOPMENT AND CONSTRUCTION NOTESC100JOB#: IEC.001COVER SHEET DATE: 03/10/23 DRAWN BY: RCW (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTSBY:11805 N. PENNSYLVANIA STREET INDIANA ELECTRICAL CARMEL, INDIANA-BUILDING ADDITION COOPERATIVE BUILDING ADDITIONINDIANA ELECTRIC COOPERATIVES8888 KEYSTONE CROSSING, SUITE 1600INDIANAPOLIS, IN 46240317-793-4943Contact: JOHN CASSADYemail: jcassady@indianaec.orgOPERATING AUTHORITY - CITY OF CARMEL, IN·EX. BUILDING SIZE = 21,452 SF·PR. BUILDING ADDITION SIZE = 5,225 SF·SITE AREA = 4.00 AC+/-·ZONING = B-5·FRONT SETBACK = 15 FT·SIDE SETBACK = 5 FT·REAR SETBACK = 30 FT·% LOT COVERAGE = 1.87 / 4.00 = 46.8%·DISTURBED AREA = 0.92 AC·NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN INDIVIDUAL LOTPERMIT.·IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OFSUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALLUTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSEDRIGHT-OF-WAY.·ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSSTHE FRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THE PLANS.PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANY DRAINAGESTRUCTURES AND BRIDGES AS NECESSARY OR AS REQUESTED BY THE CITY TOACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY LANES, MULTI-USE PATH,AND ANY OTHER REQUIRED IMPROVEMENTS TO THE PROPERTY OR THEROADWAY. THE COST TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURESAND BRIDGES WILL BE BORNE BY THE DEVELOPER.·ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY SHALLCONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THECONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TOSCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'SCONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS,REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEWTHE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THEEXISTING AND PROPOSED RIGHT-OF-WAY.PZ-2023-00116 ADLS AMEND C W W C C C 1238.48' (D)N89°54'20"E 54.98' (D)N0°05'40"W 529.24' (D)N88°12'32"E 206.15' (D)N88°46'55"E 122.23' (D)S0°05'40"E 531.31' (D)S88°46'54"W 328.33' (D)N0°05'40"W 2621.13' (M)14 17 18 85.6' 2.3'3.3' 3.3' 2.3'15.5'0.3'6.0'0.3'12.4'2.3' 3.4' 3.3' 2.3' 15.1' 2.3' 2.3'6.0'2.3'6.0'6.0'2.3' 43.0' 2.3' 6.0'6.0' 2.3'6.0'2.3' 2.3' 50.2' 2.3' 3.3' 3.4' 2.3'76.7'2.3' 2.3'14.6' 2.3' 3.3'3.4'2.3'11.6'2.3' 2.6' 10.3'76.0'10.3' 2.6' 2.3'11.6'2.3' 3.4' 3.3' 2.3' 14.6' 2.3' 2.3'76.6'2.3'3.4'3.3' 2.3' 50.2'2.3' 2.3'6.0'2.3'6.0'6.0' 2.3' 43.0' 2.3'6.0'6.0'2.3'6.0'2.3' 2.3' 15.1' 2.3' 3.4' 3.4' 2.3'12.4'0.3' 6.0'0.3'15.4'2.3' 3.4' 3.4' 2.3' 85.6'94.2'0.7'6.3'0.7'94.2'FFE - 852.64 FFE - 852.67 FFE - 852.60 FFE - 852.57CONC BLOCK & BRICK BUILDING ASPHALT ASPHALT ASPHALT ASPHALT CONC WALK CONC WALKCONC WALKCONC WALK CONC WALK CONC WALKCONC WALKDRY DETENTION AREA COLLEGE DRIVE PENNSYLVANIA STREETASPHALT TRAILDUMPSTER PAD RIP RAP POINT OF BEGINNING NORTH PENNSYLVANIA ASSOCIATES LLC INSTRUMENT #9709756614 WASHINGTON NATIONALINSURANCE COMPANYINSTRUMENT #92238891 2 3 4 2.5 2.5 73.0 138.0 100.5 97.0 13 SPACES10 SPACES4 SPACES 7 SPACES 4 SPACES 10 SPACES 10 SPACES 10 SPACES 2 SPACES 6 SPACES 10 SPACES 10 SPACES AcDbArcAlignedText (ATEXT) AcDbArcAlignedText (ATEXT) AcDbArcAlignedText (ATEXT) AcDbArcAlignedText (ATEXT) W SW COR SE 1 4 SEC 35-T18N-R3E NW COR SE 1 4 SEC 35-T18N-R3E SITE 1 LS80040352 STATE OF NIDI AAN R T No. SEGI E ER D SYMBOL LEGEND Curb Inlet Storm Manhole Utility Pole Area Light Bollard W Water Valve Gas Meter Water Meter Fire Hydrant Gas Valve Guy Anchor EAcDbArcAlignedText (ATEXT) AcDbArcAlignedText (ATEXT) T AcDbArcAlignedText (ATEXT) AcDbArcAlignedText (ATEXT) MH Storm Inlet Existing Tree Capped Rebar Set Sanitary Manhole Telephone Manhole Traffic Manhole Electric Meter Monitoring Well Concrete Air Conditioner Telephone Pedestal Electric Pedestal Electric Transformer Clean Out Sign Handicap Parking Underground Telephone Marking Underground Water Line Marking Overhead Utility Lines Underground Gas Line Marking Storm Pipe Underground Electric Line Marking Yard Light GravelCable Pedestal A/C Fire Dept. Connect Post Indicator Valve Benchmark SURVEYOR'S NOTE The plainmetric and topographic data was gathered using standard radial surveying techniques with an electronic instrument with a data collector. Elevations on hard surfaces or structures are accurate to within 0.05 feet; elevations on natural surfaces are accurate to within 0.1 feet on the date on which the elevations were obtained; however, changes in elevations can occur due to soils swell and subsidence, freeze thaw cycles, and wind and water erosion. The magnitude of these changes depends upon soils types, seasonal changes, and the frequency and intensity of wind, rain, and snow events. It is recommended that if the topographic data is to be used for planning or design purposes that a check of elevations be performed prior to any construction activity. Contours are plotted based upon interpolation of the spot elevations shown hereon and are generally accurate within one-half of the contour interval depicted. 40 0 40 80 120 ALTA/NSPS LAND TITLE SURVEY11805 PENNSYLVANIA STREETCARMEL, INDIANAINDIANA ELECTRIC COOPERATIVES &CHICAGO TITLE INSURANCE COMPANYPrepared For:DRAWN BY: CAPCHECKED BY: DBQDATE: 1/13/2023JOB#: IEC.001 (317) 251-1738 (FAX) 251-1923INDIANAPOLIS, INDIANA 462206555 CARROLLTON AVENUEwww.rw-engineering.comCIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTS1 LAND DESCRIPTIONS Chicago Title Insurance Company CTIN2208712 Part of the Southeast Quarter of Section 35, Township 18 North, Range 3 East in Hamilton County, Indiana, being more particularly described as follows: Commencing at the Southwest corner of said quarter section; thence North 00 degrees 05 minutes 40 seconds West (assumed bearing) along the west line thereof a distance of 1238.48 feet; thence North 89 degrees 54 minutes 20 seconds East perpendicular to said west line a distance of 54.98 feet to the Point of Beginning being the northwest corner of a tract of land described in Instrument Number 9709756614 in the Office of the Recorder of Hamilton County, Indiana; thence North 00 degrees 05 minutes 40 seconds West along the west line of a tract of land described in Instrument Number 9223889 also being along the east right of way line of Pennsylvania Street a distance of 529.24 feet to the south right of way line of College Drive per Instrument Number 8742505; thence North 88 degrees 12 minutes 32 seconds East along said south right of way line a distance of 206.15 feet; thence North 88 degrees 46 minutes 55 seconds East along said south right of way line a distance of 122.23 feet to a 5/8 inch rebar with yellow cap stamped “Schneider Firm #0001 (hereinafter referred to as “rebar”); thence South 00 degrees 05 minutes 40 seconds East parallel with the west line of said quarter section a distance of 531.31 feet to a “rebar” on said north line of said Instrument Number 9709756614; thence South 88 degrees 46 minutes 54 seconds West along the north line a distance of 328.33 feet to the point of Beginning. Surveyors Comments: This survey was prepared for Indiana Statewide Association of Rural Electric Cooperatives d/b/a Indiana Electric Cooperatives, an Indiana nonprofit corporation and Chicago Title Insurance Company. Purpose: The purpose of this project was to perform ALTA/NSPS Land Title Survey for the land described in ”LAND DESCRIPTION”. Field work and research from the offices of the Hamilton County Recorder, and the Office of the Hamilton County Surveyor were conducted during the month of January, 2023. Reference Monumentation: The southwest and northwest corners of the Southwest Quarter of Section 35, Township 18 North, Range 3 East was used to perform this survey along with the found monuments at the corners of the subject property. Capped rebars were recovered along the east property line. These monuments were found to be within 0.3 feet of the computed position and are shown as found. All property corners were found at grade unless stated otherwise. 1.Mag nail found 2.5/8” capped rebar stamped “Firm 0126” set 3.5/8” capped rebar stamped “Schneider” found 4.5/8” capped rebar stamped “Schneider” found Discrepancies in record descriptions and plats: The perimeter of the surveyed tract was reestablished based upon the following items: record distance and angular relations as described within the record descriptions for the surveyed tract, recorded as Instrument #2016068535 in the Office of the Recorder of Hamilton County, Indiana and monuments found or set during the aforesaid surveys were retraced and located in relation to current record descriptions and existing plats to define the interior corners of the surveyed tract. The surveyed legal description and drawing describe property that is fully contained within the commitment legal description. All the boundaries of the parcel close without any gaps or gores. Discrepancies in Lines of Occupation: Unless otherwise noted or depicted herein or on the survey drawing, there is no visible evidence of occupation. Occupation was also reviewed for agreement with the established boundary lines. There are no visible lines of occupation along the North, South and West lines of the overall surveyed parcel. The East line is occupied by a curb line that lies 2.5 feet west of said line. Any depiction of intrusion, trespass, invasion into the possessions or rights of another is not a matter of survey. An attorney should be consulted in all matters with respect to rights of possession. Item 4 - Gross land area is 4.00 acres+/-. Item 9 - There 101 total parking spaces including 5 handicapped parking spaces on this property. Item 11 - No utility plans were provided for this survey. Underground utilities are shown as marked by Indiana 811. Surveyors Report: In accordance with Title 865, Article 1, Chapter 12 of the Indiana Administrative Code ("Rule 12"), the following observations, opinions, and comments are declared regarding the various uncertainties in the locations of lines and corners found or established this survey as a result of the uncertainties in reference monumentation; in record description and plats; in lines of occupation; and as introduced by random errors in measurements ("Relative Positional Accuracy").  There may be unwritten rights associated with these uncertainties.  The client should assume there is an amount of uncertainty along any title line equal in magnitude to the discrepancy in the location of the lines of possession from the surveyed lines. The Relative Positional Precision (accuracy per IAC 865) (due to random errors in measurement) of the corners of the subject tract established this survey is within the specification for a Urban Survey (0.07 feet + 50 parts per million) as defined in ALTA/NSPS requirements and referenced in IAC 865. Finding of Facts: Without additional proof, the fact that surveys accept a monument does not make it correct. The monument must have been initially correct, common report and reputation evidence does not overcome contrary proof, therefore, the location of any of the above discussed monuments may yet be contradicted and overcome by undiscovered evidence. As a result, any property boundary, whose location is dependent on these corner monuments, is subject to undiscovered evidence, which might result in a different location for the corners. Because a dimensional value to the uncertainty of these corners is subjective, and for the reasons cited above, the uncertainty of these corners is unknown. The Relative Positional Accuracy of the corners of the subject tract established for this survey is within the specifications for an Urban survey (+/- 0.07 foot plus 50 parts per million) as defined in 865 IAC 1-12-8, effective May 4, 2006. ("Relative Positional Accuracy" means the value expressed in feet or meters that represents the uncertainty due to random errors in measurements in the location of any point on a survey relative to any other point on the same survey at the 95 percent confidence level). As a result of the above observations, it is my opinion that the uncertainties in the locations of the lines and corners established on this survey are as follows: Due to Variances in reference monuments: 1 feet +/-. Due to Discrepancies in the record descriptions: none. Due to Inconsistencies in lines of occupation: See above concerning physical occupation. General Notes: (1) In accordance with Title 865, Article 1, Rule 12 of the Indiana Administrative Code, the following observations and opinions are submitted regarding the various uncertainties in the locations of the lines and corners established this survey as a result of uncertainties in reference monuments set or found; in record descriptions and plats; in lines of occupation; and as introduced by random errors in measurement. There may be unwritten rights associated with these uncertainties. The client should assume there is an amount of uncertainty along any line equal in magnitude to the discrepancy in the location of the lines of possession from the surveyed lines. (2) Any depiction of possible intrusion, trespass, and/or invasion into the possessions or rights of another is not a matter of survey. An attorney and/or title company should be consulted in all matters with respect to rights of possession and matters of title. (3) As used in this survey, certify means to state or declare a professional opinion of conditions regarding those facts or findings which are the subject of the certification and does not constitute a warranty or guarantee, either expressed or implied. The surveyor can only certify to those items that are visible and/or things that can be measured or counted as stated by Indiana Administrative Code(s). (4) Any underground utilities if depicted on the attached plat of survey have been shown per above ground field observations, atlas maps as may be available from municipalities or utility companies (Indiana Underground Plant Protection Agency) ticket, prior surveys and existing drawings only. The surveyor makes no guarantee that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. No warranty, either expressed or implied, is made to the accuracy and/or completeness of information presented on underground utilities, or as to its fitness for any particular purpose or use. In no event will Roger Ward Engineering, Inc., its employees, agents, and/or assigns be liable for any damages arising out of the furnishing and/or use of such information. The path of the utility lines on said plat of survey should be considered approximate until they are either relocated, by calling the Indiana Underground Plant Protection Agency at 1-800-382-5544 or until they are excavated to verify the location and path of the utility lines. The surveyor has not physically located the underground utilities. In providing this survey no attempt has been made to obtain or show data concerning the existence, size, depth, condition, capacity or location of any utility existing on the site, whether private, municipal or public owned except as shown otherwise. (5)Ownership information indicated hereon is as identified in County records. Information from County records was obtained in January, 2023. Title work was provided from Chicago Title Insurance Company (Commitment No. CTIN2208712, dated 11/14/2022) at the time of survey. Some items disclosed in Schedule B II thereof may have been depicted on the survey and are identified by their recording data. Should any additional items need to be depicted on the survey the surveyor shall be contacted and be provided with the appropriate document(s). An attorney and/or title company should be consulted with respect to any encumbrance shown on this survey. (6)No warranty, either expressed or implied, is made as to the accuracy and/or completeness of information provided by governmental authorities and/or third parties, or as to its fitness for any particular purpose or use, including but not limited to information presented on zoning, setback requirements, flood hazard zones, and wetlands areas. In no event will Roger Ward Engineering, Inc., its employees, agents, and/or assigns be liable for any damages arising out of the furnishing and/or use of such information. Flood Insurance Information: The described real estate lies within a ZONE X Unshaded Floodplain Area as plotted by scale on the Flood Emergency Management Agency, National Flood Insurance Program, FIRM Flood Insurance Rate Map Community-Panel Number 18057C0209 G, dated November 19, 2014. Attention is called to the fact that there are substantial uncertainties associated with said map and with information taken there from. Flood Plain information is provided solely based upon a review of the Flood Insurance Rate Maps, and shall not be construed as a confirmation or denial of flooding potential. Zone "X" - Minimal risk areas outside the 1-percent and .2-percent-annual-chance floodplains. No BFEs or base flood depths are shown within these zones. Zone “X” (Shaded) - Area of moderate flood hazard, usually the area between the limits of the 100‐ year and 500‐year floods. Zone “A” - Areas with a 1% annual chance of flooding and a 26% chance of flooding over the life of a 30‐year mortgage. Because detailed analyses are not performed for such areas; no depths or base flood elevations are shown within these zones. Zone “AE” - The base floodplain where base flood elevations are provided. Notes regarding Schedule B Section 2 of Title Commitment Number CTIN2208712 issued by Chicago Title Insurance Company, Commitment Date of 11/4/2023 14.Sewer Easement granted to clay Township Regional Waste District dated February 4, 1986 and recorded March 25, 1986 in Book 3 page 908, as Instrument Number 8604829. (As shown hereon) 15.Annexation Ordinance No. C-100 dated February 17, 1986 and recorded June 23, 1986 in Book 187 page 766 as Instrument Number 8612199. (Not shown, blanket in nature) 16.Meridian Technology Center Declaration of covenants and Easements dated December 30, 1986 and recorded December 31, 1986 in Book 190 page 405 as Instrument Number 8629940. Modification of Declaration recorded October 2, 1987 as Instrument Number 8743980. Second Modification of Declaration recorded January 5, 1994 as Instrument Number 9400758. Waiver of Certain Obligations Under Declaration recorded August 1, 2002 as Instrument Number 200200054372. Third Modification of Declaration recorded December 2, 2005 as Instrument Number 200500077803. Third Modification of Declaration recorded December 22, 2006 as Instrument Number 2006075575. (Not shown, blanket in nature) Omitting any covenants or restrictions, if any, including but not limited to those based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, handicap, national origin, ancestry, source of income, gender, gender identity, gender expression, medical condition or genetic information, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law. 17.Utility Easement granted to Indiana Bell Telephone Company dated April 6, 1987 and recorded May 1, 1987 as Instrument Number 8709969. (As shown hereon) 18.Dedication of Street Right-of-Way recorded September 9, 1987 as Instrument Number 8742050. Acknowledgement of Dedication and Acceptance recorded September 9, 1987 as Instrument Number 8742051. (As shown hereon) 19.Telecommunication Line Easement recorded October 8, 1999 as Instrument Number 199909959285. (Not shown, does not plot on or near subject) 20.Resolution No. CC-06-19-17-01, A confirmatory Resolution Designated An Economic Revitalization Area for Schlage Lock Company, LLC and Approving Deductions For Personal Property recorded July 6, 2017 as Instrument Number 2017032014. (Not shown, blanket in nature) Reference Information: Chicago Title Commitment No. CTIN2208712, dated November 14, 2022 Subject and Adjoiner Deeds Tax Maps, & Easement Records Certificate of Survey To Indiana Statewide Association of Rural Electric Cooperatives d/b/a Indiana Electric Cooperatives, an Indiana nonprofit corporation; and Chicago Title Insurance Company: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 7(a), 8, 9, 11, & 13 of Table A thereof. The fieldwork was completed on January 6, 2023. Date of Plat or Map: January 13, 2023 . David B. Quinn - Indiana Registered Land Surveyor No. 80040352 NOTES: In providing this survey no attempt has been made to obtain or show data concerning the existence, size, depth, condition, capacity or location of any utility existing on the site, whether private, municipal or public owned except as shown otherwise. Subsurface and environmental conditions were not surveyed, examined, or considered as part of this survey. No evidence or statement is made concerning the existence of underground or overhead conditions, containers or facilities that may affect the use or development of this property. Copyright © Roger Ward Engineering, Inc. All rights reserved. No part of this drawing may be reproduced by photocopying, recording or by any other means, or stored, processed or transmitted in or by any computer or other systems without the prior written permission of the surveyor. Copies of this plan without a dated and initialed impression seal are not valid. As used herein, the word "certify" shall mean an expression of the Consultant's professional opinion to the best of its information, knowledge and belief, and does not constitute a warranty or guarantee by the Consultant. This instrument was prepared by David B. Quinn, Roger Ward Engineering, 6555 Carrollton Avenue, Suite A, Indianapolis, IN 46220. I affirm, under the penalties of perjury, that I have taken reasonable care to redact each Social Security number in the document, unless required by law. David B. Quinn CWW C CC 1238.48' (D)S89°45'27"E 54.98' (D)N0°14'33"E 529.24' (D)N88°32'45"E 206.15' (D)N89°07'08"E 122.23' (D)S0°14'33"W 531.31' (D)S89°07'07"W 328.33' (D)N0°14'33"E 2621.13' (M)CONC BLOCK & BRICK BUILDING ASPHALT ASPHALT ASPHALT ASPHALTCONC WALK CONC WALKCONC WALKCONC WALK CONC WALK CONC WALKCONC WALKDRY DETENTION AREA COLLEGE DRIVE PENNSYLVANIA STREETASPHALT TRAILNORTH PENNSYLVANIA ASSOCIATES LLC INSTRUMENT #9709756614 WASHINGTON NATIONALINSURANCE COMPANYINSTRUMENT #9223889851852850849851845 843 844 846 845844 846 847 848 849 850845 844 846 846 847 847 849 848851852 85084884985013 SPACES10 SPACES4 SPACES 7 SPACES4 SPACES 10 SPACES 10 SPACES 10 SPACES 2 SPACES 6 SPACES 10 SPACES 10 SPACES318RIM:850.89'INV OUT: NE-848.92'(12" PVC)317RIM:850.91'INV IN: SW-848.76'(12" PVC)INV OUT: N-848.76'(12" PVC)316RIM:850.87'INV IN: NW-848.59'(12" PVC)INV IN: S-848.59'(12" PVC)INV OUT: E-848.59'(12" PVC)305RIM:850.90'INV OUT: SE-848.81'(12" PVC)304RIM:848.93'INV IN: W-847.45'(12" PVC)INV OUT: S-847.44'(12" RCP)303RIM:847.21'INV IN: N-845.72'(12" RCP)INV OUT: S-845.60'(15" RCP)301INV: N-845.43'(15" RCP)W 848 8508 4 9 851 852850850851851852850851851851 850849851852850849 69002RIM:849.16'INV OUT: E-843.15'(12" RCP)313RIM:847.46'INV IN: W-843.06'(12" RCP)INV OUT: SE-842.76'(12" RCP)312RIM:848.09'INV IN: NW-842.69'(12" RCP)INV OUT: E-842.49'(12" RCP)311RIM:848.00'INV IN: W-842.90'(12" RCP)INV OUT: E-842.80'(12" RCP)69007INV: W-841.30'(12" RCP)306RIM:848.19'INV OUT: SW-845.95'(12" RCP)321RIM:849.53'INV IN: NE-844.82'(12" RCP)INV OUT: S-844.78'(15" RCP)307RIM:848.76'INV IN: NE-845.80'(12" RCP)INV OUT: SW-845.66'(12" RCP)322RIM:850.56'INV IN: N-843.89'(15" RCP)INV IN: W-843.96'(12" RCP)INV OUT: S-843.61'(15" RCP)310RIM:850.13'INV IN: N-843.57'(15" RCP)INV OUT: SE-843.45'(18" RCP)315RIM:849.75'INV IN: NW-843.20'(18" RCP)INV OUT: S-843.10'(18" RCP)314INV: N-843.48'(18" RCP)65005RIM:850.40'INV OUT: E-844.42'(12" RCP)C1JOB#: IEC.001SITE DEMOLITION PLAN DATE: 03/30/23 DRAWN BY: RCW (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTS 11805 N. PENNSYLVANIA STREET INDIANA ELECTRICAL CARMEL, INDIANA-BUILDING ADDITION COOPERATIVE EXISTING CONDITIONS &PROJECT BENCHMARK: HAMILTON COUNTY CGS DISK (STATION NAME: Y 42)SET IN A CONCRETE SLAB ON THE EAST SIDE OF THE MONON TRAIL 218 FTSOUTH OF 111TH STREET.ELEV.=838.62 (NAVD 88)BENCHMARK NOTE CWW C CC 1238.48' (D)S89°45'27"E 54.98' (D)N0°14'33"E 529.24' (D)N88°32'45"E 206.15' (D)N89°07'08"E 122.23' (D)S0°14'33"W 531.31' (D)S89°07'07"W 328.33' (D)N0°14'33"E 2621.13' (M)85.6'2.3'3.3'3.3'2.3'15.5'0.3'6.0'0.3'12.4'2.3'3.4'3.3'2.3'15.1'2.3'2.3'6.0'2.3'6.0'6.0'2.3'43.0'2.3'6.0'6.0'2.3'6.0'2.3'2.3'50.2'2.3'3.3'3.4'2.3'76.7'2.3'2.3'14.6'2.3'3.3'3.4'2.3'11.6'2.3'2.6'10.3'76.0'10.3'2.6'2.3'11.6'2.3'3.4'3.3'2.3'14.6'2.3'2.3'76.6'2.3'3.4'3.3'2.3'50.2'2.3'2.3'6.0'2.3'6.0'6.0'2.3'43.0'2.3'6.0'6.0'2.3'6.0'2.3'2.3'15.1'2.3'3.4'3.4'2.3'12.4'0.3'6.0'0.3'15.4'2.3'3.4'3.4'2.3'85.6'94.2'0.7'6.3'0.7'94.2'CONC BLOCK & BRICK BUILDING COLLEGE DRIVE PENNSYLVANIA STREETNORTH PENNSYLVANIA ASSOCIATES LLC INSTRUMENT #9709756614 WASHINGTON NATIONALINSURANCE COMPANYINSTRUMENT #9223889318RIM:850.89'INV OUT: NE-848.92'(12" PVC)317RIM:850.91'INV IN: SW-848.76'(12" PVC)INV OUT: N-848.76'(12" PVC)316RIM:850.87'INV IN: NW-848.59'(12" PVC)INV IN: S-848.59'(12" PVC)INV OUT: E-848.59'(12" PVC)304RIM:848.93'INV IN: W-847.45'(12" PVC)INV OUT: S-847.44'(12" RCP)303RIM:847.21'INV IN: N-845.72'(12" RCP)INV OUT: S-845.60'(15" RCP)301INV: N-845.43'(15" RCP)W 69002RIM:849.16'INV OUT: E-843.15'(12" RCP)313RIM:847.46'INV IN: W-843.06'(12" RCP)INV OUT: SE-842.76'(12" RCP)312RIM:848.09'INV IN: NW-842.69'(12" RCP)INV OUT: E-842.49'(12" RCP)311RIM:848.00'INV IN: W-842.90'(12" RCP)INV OUT: E-842.80'(12" RCP)69007INV: W-841.30'(12" RCP)306RIM:848.19'INV OUT: SW-845.95'(12" RCP)321RIM:849.53'INV IN: NE-844.82'(12" RCP)INV OUT: S-844.78'(15" RCP)307RIM:848.76'INV IN: NE-845.80'(12" RCP)INV OUT: SW-845.66'(12" RCP)322RIM:850.56'INV IN: N-843.89'(15" RCP)INV IN: W-843.96'(12" RCP)INV OUT: S-843.61'(15" RCP)310RIM:850.13'INV IN: N-843.57'(15" RCP)INV OUT: SE-843.45'(18" RCP)315RIM:849.75'INV IN: NW-843.20'(18" RCP)INV OUT: S-843.10'(18" RCP)314INV: N-843.48'(18" RCP)65005RIM:850.40'INV OUT: E-844.42'(12" RCP)C101JOB#: IEC.001SITE & UTILITY PLAN DATE: 03/30/23 DRAWN BY: RCW (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTS 11805 N. PENNSYLVANIA STREET INDIANA ELECTRICAL CARMEL, INDIANA-BUILDING ADDITION COOPERATIVEIF IT WILL BE NECESSARY TO RELOCATEEXISTING UTILITIES, THE EXPENSE OF SUCHRELOCATION SHALL BE THE RESPONSIBILITY OFTHE DEVELOPER. ALL UTILITY POLES SHALL BELOCATED WITHIN ONE FOOT OF THE PROPOSEDRIGHT-OF-WAY.WCONTRACTOR TO MAINTAIN UNINTERRUPTEDUTILITY SERVICE (WHENEVER POSSIBLE) TOBUILDING DURING CONSTRUCTION. VERIFY WITHPROJECT'S MEP THAT ALL EXISTING UTILITYSERVICE CONNECTIONS ARE SUFFICIENT FORTHE PROPOSED BUILDING IMPROVEMENTS.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALLBE RESTORED/REPAIRED TO THE SATISFACTIONOF THE CITY AT THE COMPLETION OF THEPROJECT. THE CONTRACTOR IS ENCOURAGEDTO INSPECT THE RIGHT-OF-WAY WITH THE CITYPRIOR TO THE START OF THE CONSTRUCTIONTO DOCUMENT THE EXISTING CONDITION OF THERIGHT-OF-WAY.BUILDING ADDITION = 5,225 SFEX. BUILDING FOOTPRINT = 20,035 SFTOTAL BUILDING = 25,260 SFSITE AREA = 4.00 AC+/-ZONING = B-2FRONT SETBACK = 15 FTSIDE SETBACK = 5 FTREAR SETBACK = 5 FT% LOT COVERAGE = 1.87/ 4.00 = 47%ALLOWED LOT COVERAGE = 90%ON-SITE PARKING REQUIRED:1 SPACE PER 250 SF OF FLOOR AREAFLOOR AREA = 25,260 / 250 = 101 SPACES REQ'DON-SITE PARKING PROVIDED:STANDARD SPACES = 96ACCESSIBLE SPACES = 5TOTAL: 101 SPACES PROVIDEDDEVELOPMENT SUMMARY CWW C CC 1238.48' (D)S89°45'27"E 54.98' (D)N0°14'33"E 529.24' (D)N88°32'45"E 206.15' (D)N89°07'08"E 122.23' (D)S0°14'33"W 531.31' (D)S89°07'07"W 328.33' (D)N0°14'33"E 2621.13' (M)85.6'2.3'3.3'3.3'2.3'15.5'0.3'6.0'0.3'12.4'2.3'3.4'3.3'2.3'15.1'2.3'2.3'6.0'2.3'6.0'6.0'2.3'43.0'2.3'6.0'6.0'2.3'6.0'2.3'2.3'50.2'2.3'3.3'3.4'2.3'76.7'2.3'2.3'14.6'2.3'3.3'3.4'2.3'11.6'2.3'2.6'10.3'76.0'10.3'2.6'2.3'11.6'2.3'3.4'3.3'2.3'14.6'2.3'2.3'76.6'2.3'3.4'3.3'2.3'50.2'2.3'2.3'6.0'2.3'6.0'6.0'2.3'43.0'2.3'6.0'6.0'2.3'6.0'2.3'2.3'15.1'2.3'3.4'3.4'2.3'12.4'0.3'6.0'0.3'15.4'2.3'3.4'3.4'2.3'85.6'94.2'0.7'6.3'0.7'94.2'CONC BLOCK & BRICK BUILDING ASPHALT ASPHALT ASPHALT ASPHALTCONC WALK CONC WALKCONC WALKCONC WALKCONC WALKDRY DETENTION AREA COLLEGE DRIVEPENNSYLVANIA STREETASPHALT TRAILNORTH PENNSYLVANIA ASSOCIATES LLC INSTRUMENT #9709756614 WASHINGTON NATIONALINSURANCE COMPANYINSTRUMENT #9223889851852850849851845 843 844 846 845844 846 847 848 849 850845 844 846 846 847 847 849 848851852 85084884985013 SPACES10 SPACES4 SPACES 7 SPACES4 SPACES10 SPACES10 SPACES 10 SPACES 2 SPACES 6 SPACES 10 SPACES 10 SPACES318RIM:850.89'INV OUT: NE-848.92'(12" PVC)317RIM:850.91'INV IN: SW-848.76'(12" PVC)INV OUT: N-848.76'(12" PVC)316RIM:850.87'INV IN: NW-848.59'(12" PVC)INV IN: S-848.59'(12" PVC)INV OUT: E-848.59'(12" PVC)304RIM:848.93'INV IN: W-847.45'(12" PVC)INV OUT: S-847.44'(12" RCP)303RIM:847.21'INV IN: N-845.72'(12" RCP)INV OUT: S-845.60'(15" RCP)301INV: N-845.43'(15" RCP)W 848 8508 4 9 851 852850850851851852850851851851 850849851852850849 69002RIM:849.16'INV OUT: E-843.15'(12" RCP)313RIM:847.46'INV IN: W-843.06'(12" RCP)INV OUT: SE-842.76'(12" RCP)312RIM:848.09'INV IN: NW-842.69'(12" RCP)INV OUT: E-842.49'(12" RCP)311RIM:848.00'INV IN: W-842.90'(12" RCP)INV OUT: E-842.80'(12" RCP)69007INV: W-841.30'(12" RCP)306RIM:848.19'INV OUT: SW-845.95'(12" RCP)321RIM:849.53'INV IN: NE-844.82'(12" RCP)INV OUT: S-844.78'(15" RCP)307RIM:848.76'INV IN: NE-845.80'(12" RCP)INV OUT: SW-845.66'(12" RCP)322RIM:850.56'INV IN: N-843.89'(15" RCP)INV IN: W-843.96'(12" RCP)INV OUT: S-843.61'(15" RCP)310RIM:850.13'INV IN: N-843.57'(15" RCP)INV OUT: SE-843.45'(18" RCP)315RIM:849.75'INV IN: NW-843.20'(18" RCP)INV OUT: S-843.10'(18" RCP)314INV: N-843.48'(18" RCP)65005RIM:850.40'INV OUT: E-844.42'(12" RCP)C102JOB#: IEC.001GRADING & DRAINAGE PLAN DATE: 03/30/23 DRAWN BY: RCW (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTS 11805 N. PENNSYLVANIA STREET INDIANA ELECTRICAL CARMEL, INDIANA-BUILDING ADDITION COOPERATIVE THE SITE LIES ENTIRELY WITHIN THE FEDERALLYDESIGNATED FLOOD ZONE X (NOT A FLOOD HAZARD AREA)PER FLOOD INSURANCE RATE MAP (FIRM) #18057C 0209 G,EFFECTIVE NOVEMBER 19, 2014.SITE FLOOD INFOPROJECT BENCHMARK: HAMILTON COUNTY CGS DISK (STATION NAME: Y 42)SET IN A CONCRETE SLAB ON THE EAST SIDE OF THE MONON TRAIL 218 FTSOUTH OF 111TH STREET.ELEV.=838.62 (NAVD 88)BENCHMARK NOTE C C CC 1238.48' (D)S89°45'27"E 54.98' (D)N0°14'33"E 529.24' (D)N88°32'45"E 206.15' (D)N89°07'08"E 122.23' (D)S0°14'33"W 531.31' (D)S89°07'07"W 328.33' (D)N0°14'33"E 2621.13' (M)14 1718 FFE - 852.64 FFE - 852.67 FFE - 852.60 FFE - 852.57CONC BLOCK & BRICK BUILDING COLLEGE DRIVE PENNSYLVANIA STREETPOINT OF BEGINNING NORTH PENNSYLVANIA ASSOCIATES LLC INSTRUMENT #9709756614 WASHINGTON NATIONALINSURANCE COMPANYINSTRUMENT #92238891 2 3 4 2.52.5 73.0 138.0 100.5 97.0 851852850849851845 843 844 846 845844 846 847 848 849 850845 844 846 846 847 847 849 848851852 850848849850 848 8508 4 9 851 852850850851851852850851851851 850849851852850849 C103JOB#: IEC.001SWPP PLAN DATE: 03/30/23 DRAWN BY: RCW (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTS 11805 N. PENNSYLVANIA STREET INDIANA ELECTRICAL CARMEL, INDIANA-BUILDING ADDITION COOPERATIVETHE SITE LIES ENTIRELY WITHIN THE FEDERALLYDESIGNATED FLOOD ZONE X (NOT A FLOOD HAZARD AREA)PER FLOOD INSURANCE RATE MAP (FIRM) #18057C 0209 G,EFFECTIVE NOVEMBER 19, 2014.SITE FLOOD INFOPROJECT BENCHMARK: HAMILTON COUNTY CGS DISK (STATION NAME: Y 42)SET IN A CONCRETE SLAB ON THE EAST SIDE OF THE MONON TRAIL 218 FTSOUTH OF 111TH STREET.ELEV.=838.62 (NAVD 88)BENCHMARK NOTE C104JOB#: IEC.001SWPP DETAILS DATE: 03/30/23 DRAWN BY: RCW (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTS 11805 N. PENNSYLVANIA STREET INDIANA ELECTRICAL CARMEL, INDIANA-BUILDING ADDITION COOPERATIVE C105JOB#: IEC.001SWPP DATE: 03/30/23 DRAWN BY: RCW (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTS 11805 N. PENNSYLVANIA STREET INDIANA ELECTRICAL CARMEL, INDIANA-BUILDING ADDITION COOPERATIVE SPECIFICATIONSJohn CassadyIndiana Electric Cooperatives8888 Keystone Crossing, Suite 1600Indianapolis, IN 46240(317) 793-4943 C801JOB#: IEC.001DATE: 03/10/23 DRAWN BY: RCW (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTS CONSTRUCTION DETAILS 11805 N. PENNSYLVANIA STREET INDIANA ELECTRICAL CARMEL, INDIANA-BUILDING ADDITION COOPERATIVE BIKE RACK DETAIL2733 Kanasita Drive, Suite 111, Chattanooga, TN 37343Phone (888) 344-9044 Fax (423) 826-2112www.aquashieldinc.comStructure #:Drawn By:Scale:Date:6/26/2019RvwedRvw. DateU.S. Patent No. 6524473 and other Patent PendingAqua-Swirl XCeleratorAs ShownOFloresAqua-Swirl Stormwater Treatment SystemStandard DetailXC-3 CCW STDXC-3 STDAqua-Swirl Polymer Coated Steel (PCS)Stormwater Treatment System12 in[305 mm]Manhole Frame & Cover DetailFor Non-Traffic Areas OnlyNTS4 in[1219 mm] Min.Gravel BackfillConcreteWrap Compressible ExpansionJoint Material to a minimum1/2-inch [13 mm] thickness aroundtop of riser to allow transfer ofinadvertent loading frommanhole cover to concrete slab.RiserSoilCoverFrame1/2 in[13 mm]1/2 in[13 mm]Place small amount ofconcrete [3,000 psi [20MPa] (min)] to supportand level manhole frame.DO NOT allow manholeframe to rest upon riser.Backfill (90%Proctor Density)8 in[203 mm]4 1/2 in[114 mm]Unless other traffic barriers are present,bollards shall be placed around access riser(s)in non-traffic areas to prevent inadvertentloading by maintenance vehicles.Manhole Frame & Cover DetailFor Traffic Loading AreasNTSCoverFrame48 in[1219 mm] Min.Backfill (90%Proctor Density)3,000 psi [20 MPa](min) Concrete#4 [13 mm] Rebar@ 6 in [152 mm]Each Way30 in [762 mm]Riser1/2 in[13 mm]4 1/2 in[114 mm]14 in[356 mm]1/2 in [13 mm] ThickExpansion JointMaterialIf traffic loading (HS-25) is required or anticipated, a 4-foot [1.22 m]diameter, 14-inch [356 mm] thick reinforced concrete pad must beplaced over the Stormwater Treatment System Riser to support andlevel the manhole frame, as shown. The top of riser pipe must bewrapped with compressible expansion joint material to a minimum1/2-inch [13 mm] thickness to allow transfer of wheel loads frommanhole cover to concrete slab. Manhole cover shall bear on concreteslab and not on riser pipe. The concrete slab shall have a minimumstrength of 3,000 psi [20 MPa] and be reinforced with #4 [13 mm]reinforcing steel as shown. Minimum cover over reinforcing steel shallbe 1-inch [25 mm]. Top of manhole cover and concrete slab shall belevel with finish grade.Please see accompanied Aqua-Swirl specification notes. See SitePlan for actual System orientation. Approximate dry (pick) weight:1500 lbs [700 kg].Backfill shall extend at least 18inches [457 mm] outward fromSwirl Concentrator and for thefull height of the SwirlConcentrator (including riser)extending laterally toundisturbed soils. (See MHDetail Below)BackfillBeddingUndisturbed soil18 in[457 mm]6 in[152 mm]11As an alternative, 42 in [1067 mm] diameter, HS-20/25rated precast concrete rings may be substituted. 14 in[356 mm] thickness must be maintained.XC-3 inlet/outlet pipe size ranges up to 21 in [533 mm].XC-3 chamber height may vary up to 80 in [2032 mm],depending on inlet/outlet pipe size.Orientation may vary from a minimum of 90° to amaximum of 180°. Clockwise or counterclockwiseorientation as needed.2332Plan ViewSCALE 1:40 54 in[1372 mm] 54 in[1372 mm] n21 in[533 mm] n21 in[533 mm]2Octagonal Base Plate Ø42 in[Ø107 mm]Elevation ViewSCALE 1:40 47 in[1194 mm] 80 in[2032 mm][1295 mm][1168 mm] 5 MH Frame[127 mm] n30 in[762 mm]Band Couplerby Manufacturer.(as needed)RiserManhole Frame andCover by Manufacturer.(See Details)Rim elevations tomatch finish grade.Pipe couplingby Contractor.12 in [305 mm]long Stub-outby Manufacturer.44el. VariesInlet/Outlet Invertel. Variesel. VariesGrade (Rim) el. VariesPipe couplingby Contractor.12 in [305 mm]long Stub-outby Manufacturer.180° n42 in[1067 mm]Projected ViewSCALE 1:70Optional inletorientations available(See note 4) C901JOB#: IEC.001SPECIFICATIONS DATE: 03/10/23 DRAWN BY: RCW (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTS 11805 N. PENNSYLVANIA STREET INDIANA ELECTRICAL CARMEL, INDIANA-BUILDING ADDITION COOPERATIVE C902JOB#: IEC.001AND PAVING POLICY DRAWN BY: RCW 11805 N. PENNSYLVANIA STREET INDIANA ELECTRICAL CARMEL, INDIANA-BUILDING ADDITION COOPERATIVE (317) 251-1738 (FAX) 251-1923 CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTS 6555 CARROLLTON AVENUE INDIANAPOLIS, INDIANA 46220 www.rw-engineering.com CARMEL CONCRETE CURB PROPOSED ADDITION PROPOSED PATIO Looking Northeast From Pennsylvania Looking Northeast @ N.E. Corner of Parking Lot Looking Southeast From Pennsylvania & College Looking Southeast @ S.E. Corner of Parking Lot Looking Southwest From College Looking East From Pennsylvania L101PRELIMINARY LANDSCAPE PLAN(317) 251-1738 (FAX) 251-1923INDIANAPOLIS, INDIANA 462206565 CARROLLTON AVENUEwww.rw-engineering.comCIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTSDRAWN BY: mktDATAE: 05/17/23JOB#: IEC.00111805 N. PENNSYLVANIA STREETIEC BUILDING ADDITIONCARMEL, INDIANA